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- W2091288650 abstract "Protection against falling rocks often requires the building of civil engineering structures such as soil reinforced embankments. A r ecent development consists in building a sandwich cellular structure for this purpose. Cellular structures are efficient technological solutions widely used in ci vil engineering for various applications. These structures also appear to be we ll suited to resist rockfall and to act as protective structures against impacts. Th is paper investigates the behaviour of three sandwich structures based on hal f-scale experiments. The 1.5 m high cellular sandwich structures were leaned aga inst a concrete wall with the facing made of geocells filled with a coarse granul ar material. Three different granular materials were used for the kernel part of the sandwich (between the facing and the wall). The experiments were carried out with dead load “pendular” impacts by a 260 kg spherical boulder wi th maximal impact energy of 10 kJ. The aim was to evaluate the ability of ea ch kernel material for reducing the stress on the concrete wall." @default.
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- W2091288650 date "2010-06-28" @default.
- W2091288650 modified "2023-09-29" @default.
- W2091288650 title "An experimental comparison of half-scale rockfall protection sandwich structures" @default.
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- W2091288650 doi "https://doi.org/10.2495/su100021" @default.
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